MODULAR CLASSROOM BUILD

2026-11-03

SCOPE OF WORK – 1 . General Overview Community Action Partnership of Kern ( CAPK ) intends to procure a DSA approved modular building consisting of four 12 ’ x40 ’ sections ( approx . 1 , 920 SF ). The modular vendor shall fabricate , transport , and install the modular structure on a prepared foundation . A separate General Contractor ( GC ) will perform all site work , utilities , grading , concrete foundation , and flatwork . Two foundation mounting options shall be priced ( vendor may bid one or the other or both ): • Base Bid : Slab - on - Grade modular installation • Alternate # 1 : Pit - Set installation using concrete stem wall foundation ( flush entry , no ramps required ) Occupancy Group : E ( Educational ) Sprinklers : Not required Fire Alarm : Automatic fire alarm system required . Prevailing Wage : For work completed on site . Building must comply with : • California Building Code ( CBC ) • DSA requirements for public school facilities 2 . Division of Responsibility Task Modular Building Manufacturer General Contractor Fabrication of modules , framing , finishes Transport and craning / set of modular Transport and craning / set of modular Foundation ( slab or pit - set ) Site grading , utilities ( water , sewer , electric , data conduit ) Final utility tie - in to modular Final finish connections , touch - up , and testing 3 . General Exterior Requirements • The modular building shall be designed and constructed to visually and functionally integrate with existing campus buildings . Exterior materials shall be durable , low - maintenance , and suitable for long - term institutional use . • Siding Type : o Provide fiber cement lap siding , such as James Hardie Hardie ® siding or approved equal . • Finish : o Factory - primed or factory - finished siding ; final color to be selected by CAPK . • Trim : o Fiber cement trim boards at corners , windows , doors , and horizontal transitions . • Roof Type : o Sloped roof design to match existing modular building to South . • Roof Structure : o Engineered roof framing is integral to modular design , capable of meeting DSA seismic and wind load requirements . • Roof Covering : o Standing seam metal roofing system • Roof Pitch : o Minimum slope to be sufficient for positive drainage and consistent with surrounding campus structures . • Continuous metal gutters and downspouts to be provided . o Downspouts to discharge away from foundation and path of travel or to designated drainage locations coordinated with GC site work . 3 . Foundation and Site Work • Base Bid ( Slab - on - Grade ): GC to form , reinforce , and pour monolithic slab per structural drawings . Include perimeter thickening and anchor bolts as required by modular manufacturers . • Alternate # 1 ( Pit - Set ): GC to construct concrete stem wall foundation with perimeter footing and interior piers per modular engineering . • No ramps required , elevation flush with adjacent grade . 4 . Building Layout and Rooms • Please see attached proposed layout • Classroom ( approx . 1 , 342 SF ) • Office ( approx . 162 SF ) • Kitchen ( approx . 100 SF ) – light - duty warming only • Storage ( approx . 65 SF ) • Adult Restroom and Children ’ s Restroom with appropriate fixtures and ventilation .

California

2026-03-27